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r., Nor` . - -- -- _ _ ._ .. .. " --ry_ •S`'^ ,,. ., __ _ _ --- -_ ._ _ . _ ._ - _ ._ __- -- - ., _ .T. _ __ _. - -- - -- -- - -,. - <- -.- _ _ _.__ _ — +• - - - - -- - -- _ ._ -.- — _-- -- < _ _ , r -. _ _ .. - - - — - --- - - --- -- -- - a F --r ---- - - --�.
<br />_ °
<br />h 1 �` F X (STING ME551i kbAD i
<br />r" 4 EX/ST/lYG 8R/DGE✓ �II
<br />B. M. l
<br />i - Proposed
<br />— — / /l (t_ TULLY R AD
<br />_ — 4 +- 50 5+00 5+• 50
<br />f ,
<br />EXISTING BRIDGE CJCut- in abutment- wal/ at- S.E.
<br />- corner i bridge, as shown
<br />Elevation 104.72
<br />E3- I San ,Toaquin county datum j
<br />e. T. P. 07 _
<br />" Sp ee /n east/side of wer pole
<br />north f 03' eas o�F B-1
<br />Ele✓atio 91,35
<br />it san ,T again co 0ty dotu -
<br />PLA N
<br />i
<br />'PROFILE
<br />PLA 1
<br />r x PROF E ;
<br />E 3 " 5+ ,3
<br />I
<br />/00 • - 102.2 ❑ Ground 5urtace rofile
<br />A /00 - / 00 " 3" p along
<br />/ - t fir. /fraa[r%e &_Xlstjna hri i / o(2
<br />As Riown 4 f �
<br />3%OWn � � � �� '��• I I f 4115 Wafer Surface e/ev. 65.7
<br />3
<br />8el»Icompact b►-own SANDY 3/L T Wt,
<br />('sM)150
<br />y
<br />r I
<br />x round su Lace profile along' / 4
<br />/ Ver IOOSE to miCpmpoC red �" .• : �
<br />a \ V
<br />downstr m edye e ,Sting bred e b wn to b� wn SAND S/LT %� l l4� g,
<br />Dense very dense tan S/L T wl'f h -T 8-2 y i
<br />—� Sli ht/ ce 3 I I.Q1G4 , 85i7 s j
<br />ac / v i Wa to surf �SM) g y men ed layers F,� Sill T Y, _ = i„ 4 ;
<br />ao ace ev, 73, 8 5 3-71 �� ; `_
<br />37 16.511418 % SAND /ayer8 �ML/SM� rag Pine- coa GRAVELLY
<br />�C� as / / \ / / ::� 2 r1.41 14 �'� °a ' y rSe 8
<br />/ .49 shown - RO_ �p 15.31/031 19 • 4 11.4139 AIVL� (DW) g9
<br />Dens very �'• ``Q
<br />,�Q s 1 -'rTan slightly cemented /LT c '
<br />p de se s/lghtl 14-511/31 9, : ; • 3 1 /•4� 7
<br />er»ented S NQ : ' / /%3.8 G.w.s. �,�i Lsir�ol `, S I/.a►uo� (ML� z3 C--f
<br />0 r; • _ _ I W, �``� O El. 75. 2 5- 6 - 7/ \.: 14
<br />` rs ° / / ,�- _ o .• Gray fin -coarse �l � l' - 04 22,1 v�, 4 1Ire �, I` 79 _ I
<br />�,� JZih! with �1 b2 / ��� �, 7 _ 70 1l.s Irr4-1 15 G d 4� o {
<br />r 50 7 / �_ / Ver /nose se brbwnfvery _ '\ 5-5 GO a0
<br />/ (SW) i �� - w -�/ BLOWS PER FOOT 7Q
<br />j W 3� �! fi e- tine 3/LT S
<br />- rown ver fine - Y A Q J Der 7 1.4 4i4 W '
<br />5-5 7/ jy) �l - se brown LAYEY SlL_
<br />/ fine 51LTi _ SAND / Ul1 lU r�
<br />gal (5 J'o 20 \ fine -coarse .��1N0 �ML�SM ;.`� W
<br />I 1 f
<br />I —��.S'pmin �nf ra -hmwn -Al � '��. i � �2
<br />// m SAAI (Sly) 1
<br />1291102122 i3. 71,11 : t'
<br />em,com 1-ti'll gr y 5/LT'' d9 /.4 45 p�y•'
<br />sus t with /i CLAYS SAND fe I4 .8 �.�'4
<br />tMo i 72 /i l6 N /0
<br />IOp J - /,-r
<br />,..�.f SQ .�50 131 �I�a1551 Sn,
<br />,/ V zo .
<br />4-71
<br />• I BLOWS P elF90T D se - verJ.s Ebro` r) t� s I/,d ls6tl Nand brown CLAYEY S/LT
<br />p AAlov ��s
<br />• %/ 5-4, 5-7/
<br />a
<br />, of
<br />40 - •
<br />40
<br />4 +50 , 54-00 5+50
<br />I•
<br />$71148 F-
<br />371148 R-G I
<br />EARTH MATERIALS
<br />LEGEND OF LEGEND OF BORING OPERATIONS
<br />MOORE & TABER NORTHERN CALIFORNIA
<br />UNIFIED SOIL CLASSIFICATION MATERI-AL SYMBOLS CONSISTENCY CLASSIFICATION CONSULTING ENGINEERS AND OEOLOO,ISTS
<br />Pt OH I CH I MH OL I CL I ML SC ISM SP I SW GC I GM GP I GW �•
<br />Plan of any boring ROTARY BORING PENETRATION TEST
<br />FOR SOILS Location 37►/48F--5 a
<br />J" Sands with fines Clean sands Grovels with fines Clean gravels NN Peat or mze B-No. Location .� t I
<br />�j Highly gilts and clays Silts and clays >12%fines �5%fines >12%fines �5%tines Gravel organic matter ❑ Rotary boring � ` ." r's,4d r 0
<br />l- y y g Top hole elev. ❑ - APPROVED, `mot• ( JOB No. 371/48F-6
<br />i organic Liquid limit greater than 50 Liquid limit less than 50 Sands -more than 50%of coarse Gravels- more than 50° According to the Standard Penetration Test 2 B No.
<br />/oofcoarse Diamond core borin ° % Top holeelev. REG13TERED CIVIL, ENGINEER No. 91i
<br />fraction is smaller than N44 sieve. fraction is larger than N44 sieve. ;= Sand Fill material g Moisture (fo dry Ill Casing 11I III
<br />Fine 'gained soils g - NQ of blows Granular Cohesive Dr density I f , Set Pushed ---P .1,��� ��
<br />G a u la r e e ---Sample number �L, �l.11 I ����,,..��
<br />�•-� °9 Coarse rained soils y y (bs./cU t) y
<br />(More than 50 /o is smaller than NQ 200 sievr) (More than 50% ii larger than N4 200 sieve 1, size Auger boring —Size Of sample (Inches)
<br />I ) )
<br />Silt Shole 0-5 Very loose Very soft Unconfined compressive �:;;;. r 10 Grc hit re resentl.tion COUNTY OF SAN JOACUIN
<br />} strength Blows pe foot Blows per foot II12 p p
<br />LABORATORY CLASSIFICATION CRITERIA Sample boring gth (tons/sq.ft.)
<br />6-10 Loose Soft •» (Using a 1401b.hammer (Using r f Ib. 1920 of driving rase.
<br />--
<br />(0�0 2 Designates other soils tests '''•'
<br />` x5c � GW and SW- C = � greater than 4 for G W 8 6 for SW • C = ) between 18 3,
<br />CH rr
<br />°p a t),o x oso Clay Sandstone •' ' with a 30"drop) 21 � �'' 1 �
<br />}' Jet boring • hammer with �--
<br />II -20 Semicornpact Stiff ��S g C -Consolidation ( 411 6124 :�::' 1 1.4 66 41 �/) ESS I C K /� BRIDGE
<br />� ("`
<br />didZ
<br />z40 - a ��- GP and SP - Clean gravel or sand not meeting requirements for GW and SW. x 30 dfOp) 44 L`r t C 1'� ROAD U R I Dl7 �
<br />F GM and SM-Atterberg limits below line or P.I. less than 4. Sandy clay or $- Direct Shear (**1800)
<br />._ Limestone cws,
<br />Y , -. -..�� Conforrnabte material change
<br />1
<br />` $ � a "P GC and SC-Atterberg limits above °A' line with P. I. greater than 7. •• Clayey Sand 21 ' 35 Compoct Ver stiff r--, Test pit E -Expansion Elevatioin �� 12 s '
<br />_ pp g AT CALAVERA5 RIVER t�
<br />+:f Sand silt or Metamorphic 6- 7
<br />_ OH and MH fit@ t• Approximate material change 6 to
<br />a Fines silt or clay) Fine Medium 'Coarse Fine Coarse Y 3 0 Dens@ Hafd I T Triaxiol compression „
<br />( r) I I I IcobbleslB°alders �/Q 2 /4 Cone penetrometer p 21 1�
<br />-• C M L sand sand 1 sand 1 gravel grovel Silty SQ(td rock Yer y 1 " Unconformoble material change 4o I L0 F TESTBORINGS
<br />' 10 Mleol Sieve sizes g o, +. M 's `s Y y >70 y dense -Ver hard p 2 /2 Cone penetrometer
<br />I - I , Silt clo or Igneous rock O
<br />o _ l g
<br />Classificationcla ilt of earth material @ S
<br />7 20 �,� qp Op eo ,� eo 90 Ib a s shown on this sheet is hosed on field inspection and clayey 01,
<br />t 0f Date 20 40 BY R•F, E. -
<br />LIQUID LIMIT should not be. construed to imply laboratoryb -
<br />t Q y analysis unless so stated. I barng 01g1ws per foot Scale I'I 10' Date Mal 1 �T I Drawing r r
<br />t._ _ 'b J ,. _., - I, II Id eilal (III .I ICI Ju �. l,. I,�iu , VI_ Ill ill IJ Bull li II /ill lISI III I,• II IILI 11 . lit •„IRI i�i r bwd .�p eta �i ` i
<br />Check by R.D. M.
<br />« ! 1 r�, - u II . . , ❑l. .. I, i I IllA I II I1 I u I • tl Ill I �� x� ! .l
<br />w' ,q •n- i p- •� _ i — d; a II�IJII i���l llllhu �� i.� ll.l uI n Idli I I I I
<br />m , f - _
<br />Y -,t - I 4 d a I
<br />. � � d �; i� i'i � i t- g A# { � F r •• � r' � - (
<br />�,. , ,t �yP F< t <',1 •..J -.,• � J i, p _�'' .% � ;..a..«# s x « " 4 % : 4 1 y i � t_ �" >« ,. SE. Y °"• %4e 4 ,• , r.� ",r �
<br />"kr rr j
<br />i k i o. (q
<br />I �
<br />-0 - -as !, J 1. < 0 � A �� j �., A 0 � f � CONC.BRIDGES PHASE I I l
<br />_ I x ( r' / "4A �p
<br />— _ "M' v t' 9 r am.-. " ` .) R A l � 13 4 G
<br />__.. . � _.__...� _� , _...•_ - _ - _ _._..._.. - - _ MESSICK RD. BRIDGE 1800 /, `
<br />STATE NO. 29r-1 13
<br />F
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